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/ CUM3MIT.CMD Fri Mar 14, 1997 11:20:20 Page 1-1 -------------------------------------------------------------------------------- CUM3MIT.CMD Fri Mar 14, 1997 11:20:20 Page 2-1 Koster Road Quarry EIR_..,- ------------------------------------------------------.'.----------- - - - -- -Cumula£ive�+'piojecE�Alternative 3-(Mitigated) -'-"' --'-' - -- --�Koster�Road Quarry EIR AM Peak Hour Cumulative + Project Alternative 3 (Mitigated) -------------------------------------------------------------------------------- AM Peak Hour Level Of Service Computation Report -------------------------------------------------------------------------------- 1994 HCM Operations Method (Base Volume Alternative) Level Of Service Computation Report *+aa++*******#**+aa +***#***a+a#*#*#*#+*+++a+a***,***+***+++++++++aa*#++#+a++++* 1994 RCM Operations Method (Future Volume Alternative) Intersection N8 Bird Road/I-5 SB Ramps Intersection N8 Bird Road/I-5 SB Ramps Cycle (sec): 100 Critical Vol./Cap. (X): 0.499 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 18.9 Cycle (sec): 100 Critical Vol./Cap. (X(: 0.537 Optimal Cycle: 69 Level Of Service: C Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 18.8 Optimal Cycle: 69 Level Of Service: C Approach: North Bound South Bound East Bound West Bound *•*****+++******+*+++*aa**###+a+a+****#*+++a,+***+++#***#i+++*a**#+*+**++++**++# Movement: L - T - R L - T - R L - T - R L - T - R Approach: North Bound South Bound East Bound West Bound ------------(---------------II---------------II---------------II---------------I Movement: L - T - R L - T - R L - T - R L - T - R Control: Permitted Permitted Protected Protected ------------l---------------II---------------11---------------II---------------( Rights: Include Include Include Include Control: Permitted Permitted Protected Protected Min. Green: 0 0 0 20 20 20 20 20 20 20 20 20 Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 1 0 1 0 0 Min. Green: 0 0 0 20 20 20 20 20 20 20 20 20 ------------I---------------II---------------II---------------II---------------I Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 1 0 1 0 0 VolumeModule: ------------1---------------II-------_ ____--II---------------II---------------I Base Vol: 0 0 0 253 0 242 0 242 43 241 43 0 Volume Module: Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Base Vol: 0 0 0 253 0 242 0 242 43 241 43 0 Initial Bse: 0 0 0 253 0 242 0 242 43 241 43 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 253 0 242 0 242 43 241 43 0 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol; 0 0 0 76 0 0 0 0 0 4 0 0 PHF Volume. 0 0 0 253 0 242 0 242 43 241 43 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 329 0 242 0 242 43 245 43 0 Reduced Vol: 0 0 0 253 0 242 0 242 43 241 43 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 329 0 242 0 242 43 245 43 0 Final Vol.: 0 0 0 253 0 242 0 242 43 241 43 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Q ------------I---------------il---------------II---------------II---------------! Reduced Vol: 0 0 0 329 0 242 0 242 43 245 43 0 Saturation Flow Module: PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.88 0.B8 0.95 1.00 1.00 Final Vol.; 0 0 0 329 0 242 0 242 43 245 43 0 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.85 0.15 1.00 1.00 0.00 ------------(---------------II---------------il---------------II---------------I Final Sat.: 0 0 0 1805 0 1615 0 1420 252 1805 1900 0 Saturation Flow Module: ------------I---------------II---------------II---------------II---------------I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Capacity Analysis Module: Adjustment: 1.00 1.00 1.00 0.95 1.00 0.B5 1.00 0.88 0.88 0.95 1.00 1.00 Vol/Sat: 0.00 0.00 0.00 0.14 0.00 Q.15 0.00 0.17 0.17 0.13 0.02 0.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.85 0.15 1.00 1.00 0.00 Crit Moves: **** **+* **** Final Sat.: 0 0 0 1805 0 1615 0 1420 252 1865 1900 0 Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.00 0.34 0.34 0.27 0.30 0.00 ------------I---------------II---------------II---------------II---------------I Volume/Cap: 0.00 0.00 0.00 0.47 0.00 0.50 0.00 0.50 0.50 0.50 0.07 0.00 Capacity Analysis Module: ------------I---------------II---------------Il---------------If---------------I Vol/Sat: 0.00 0.00 0.00 0.18 0.00 0.15 0.00 0.17 0.17 0.14 0.02 0.00 Level Of Service Module: Crit Moves: *+*+ ***a *++* Delay/Veh: 0.0 0.0 0.0 18.9 0.0 19.3 0.0 17.5 17.5 20.7 16.0 0.0 Green/Cycle: 0.00 0.00 0.00 0.34 0.00 0.34 0.00 0.32 0.32 0.25 0.29 0.00 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Volume/Cap: 0.00 0.00 0.00 0.54 0.00 0.44 0.00 0.54 0.54 0.54 0.08 0.00 Adj Del/Veh: 0.0 0.0 0.0 18.9 0.0 19.3 0.0 17.5 17.5 20.7 16.0 0.0 ------------I---------------II---------------11---------------II---------------I Queue: 0 0 0 6 0 6 0 5 1 6 1 0 Level Of Service Module: Delay/Veh: 0.0 0.0 0.0 18.0 0.0 17.0 0.0 19.0 19.0 21.9 16.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 18.0 0.0 17.0 0.0 19.0 19.0 21.9 16.9 Q.0 Queue: 0 0 0 8 0 5 0 6 1 6 1 0 Traffix 6.8.0306 (c) 1996 Dowling Assoc. Licensed to Dowling Assoc., Oakland ��..+ Traffix 6.8..00306 (c) 1996 Dowling Assoc. Licensed to Dowling Assoc., Oaklan